MLK BLVD 5037M over DOAN BROOK 6-1


+41.51500, -81.61833
41°30'54" N, 81°37'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MLK BLVD 5037M over DOAN BROOK 6-1
Structure number:1869477
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:26.2 ft. [8.0 m]
Total length:35.4 ft. [10.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Owner:City or Municipal Highway Agency [04]
Year reconstructed:1986
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:17,488 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:62.0 tons [56.4 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:65.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201665.3PoorFairFairPoorSD17488
May 201581.4FairFairFairFair-22000
April 201482.4FairSatisfactoryFairFair-22000
April 201382.4FairSatisfactoryFairFair-22000
September 201282.4FairSatisfactoryFairFair-22000
June 201193.9FairSatisfactorySatisfactorySatisfactory-22000
July 201083.4FairGoodSatisfactoryFair-22000
August 200883.4FairGoodSatisfactoryFair-22000
August 200693.9FairGoodSatisfactorySatisfactory-22000
December 200292.9GoodVery GoodGoodGood-22000
October 200192.9GoodVery GoodGoodGood-22000
September 200092.9GoodExcellentExcellentExcellent-22000
December 199992.9GoodExcellentExcellentExcellent-22000
September 199892.9GoodExcellentExcellentExcellent-22000
September 199792.9GoodExcellentExcellentExcellent-22000
October 199692.9GoodExcellentExcellentExcellent-22000
September 199592.7GoodExcellentExcellentExcellent-22000
March 199492.7GoodExcellentExcellentVery Good-22000
March 199394.7GoodExcellentExcellentVery Good-22000
June 199194.7GoodExcellentExcellentVery Good-22000